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OS-C501

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Offshore Standard DNV-<strong>OS</strong>-<strong>C501</strong>, November 2013<br />

Sec.10 Component testing – Page 161<br />

2.3.5 Higher static strength values after long term exposure may be used if experimental evidence can be<br />

provided. A procedure to obtain strength data after long term exposure is suggested in Sec.4 [3.4] and [3.9].<br />

3 Verification of analysis by testing and updating<br />

3.1 Verification of design assumptions<br />

3.1.1 Tests under this category are carried out to verify that the assumptions on which the design is based are<br />

correct and that no important aspects of the design have been overlooked. Verification tests should be carried<br />

out to compensate for:<br />

— incorrect description of, or an unsatisfactory large uncertainty in the failure mechanisms<br />

— incorrect description of load combinations or corresponding large uncertainties<br />

— incomplete understanding of the effect of the environment<br />

— lack of experience of similar structures or components<br />

— uncertainty in the accuracy of modelling large stress gradients<br />

— assumptions that can be questioned or are difficult to document<br />

— unknown effect of large scale manufacturing procedures.<br />

3.1.2 Tests under this category are carried out to verify that the analysis tools predict the response to the most<br />

critical load cases and environments in a correct or conservative manner. This type of testing shall be done if<br />

the particular analysis method has never been used for a similar structure and load situation before.<br />

3.1.3 As it is not possible to test all load conditions that the structure will experience, the most critical load<br />

conditions should be selected. The selection shall be based not only on the most critical loads the structure is<br />

most likely to see. It shall also show that critical failure modes that can be caused by secondary loads are<br />

adequately modelled ([1.2]).<br />

3.1.4 It may be necessary to test more than one aspect of an analysis. This may mean that two or more separate<br />

test programmes should be carried out, unless both aspects can be evaluated in one test. The remaining parts of<br />

this section explain the requirement for one test programme.<br />

Guidance note:<br />

The end fitting of a pipe has been analysed. There is uncertainty about fatigue performance and long term static<br />

strength. In this case both aspects should be tested separately.<br />

There is uncertainty about long term fatigue performance of new specimens and of specimens with impact damage.<br />

In this case the specimen can most likely be exposed to impact before the fatigue testing and only one test programme<br />

is needed. This test programme would cover both aspects in a conservative way.<br />

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3.1.5 In general the environment defined in Sec.3 [10] should be represented in a realistic manner. The<br />

environmental effect can be accounted for either by:<br />

— carrying out tests on components that have been subjected to a representative ageing (accelerated or not<br />

accelerated)<br />

— carrying out tests on components combined with ageing (accelerated or not accelerated). An example is the<br />

standard techniques used for qualification of pipes.<br />

Since these tests are used to increase the confidence in calculation techniques other environments may be<br />

chosen if it can be demonstrated that the effects of the real environment can be predicted in a conservative way<br />

by a combination of analytical tools and the test results obtained from a special test environment.<br />

3.1.6 The following steps shall be followed when defining and carrying out test under this category:<br />

1) The load condition(s) and environments are defined as specified in Sec.3.<br />

2) The failure mode, failure mechanism and location of failure etc. on which the design is based are specified.<br />

3) The number of test specimens required per load condition is specified. The number of test specimens may<br />

have to be determined based on an engineering judgement.<br />

4) Carry out testing.<br />

5) Verify failure mode, failure mechanism and location of failure. If these are as predicted in 2. the<br />

assumptions for the design are considered corroborated. If one or more of these are not as predicted in 2.<br />

the reason for the discrepancy shall be investigated and the validity of design assumptions re-evaluated.<br />

3.1.7 Instead of testing the full component it may be more relevant to test parts or details. Which test is the<br />

best should to be evaluated considering relevant failure modes and all possible interaction effects.<br />

3.1.8 The failure mode(s), failure mechanism(s) and location(s) of failure shall be recorded and verified<br />

during/after the tests.<br />

DET NORSKE VERITAS AS

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